• Korean Journal of Agricultural Science
• /
• v.25 no.2
• /
• pp.285-292
• /
• 1998

This study was performed to evaluate the engineering properties of concrete using normal portland cement, natural aggregates and rice-straw ash. The following conclusions were drawn; 1. The unit weight was in the range of $2,250{\sim}2,335kgf/m^3$, the weights of those concrete were decreased 1~5% than that of the normal cement concrete, respectively. 2. The highest strength was achieved by 5% rice-straw ash filled rice-straw ash concrete, it was increased 17% by compressive strength, 30% by tensile strength and 21% by bending strength than that of the normal cement concrete, respectively. 3. The ultrasonic pulse velocity was in the range of 4,059~4,360m/s, which was showed about the same compared to that of the normal cement concrete. The highest ultrasonic pulse velocity was showed by 5% rice-straw ash filled rice-straw ash concrete. 4. The acid-proof was increased with increase of the content of rice-straw ash. The acid-proof was increased 1.15 times by 5% rice straw ash, 1.45 times by 10%, 1.6 times by 15% rice-straw ash filled concrete than that of the normal cement concrete, respectively.

• Korean Journal of Agricultural Science
• /
• v.26 no.1
• /
• pp.65-70
• /
• 1999

This study is performed to evaluate the engineering properties of rice-straw ash concrete using normal portland cement, natural aggregates and rice-straw ash. The following conclusion are drawn; 1. The dynamic modulus of elasticity is in the range of $289{\times}10^3{\sim}345{\times}10^3kgf/cm^2$, which is showed about the same compared to that of the normal cement concrete. The highest dynamic modulus is showed by 5% rice-straw ash filled rice-straw ash concrete 2. The static modulus of elasticity is in the range of $268{\times}10^3{\sim}335{\times}10^3kgf/cm^2$, which is showed about the same compared to that of the normal cement concrete. The dynamic modulus is increased approximately 3~10% than that of the static modulus. 3. The poisson's number of rice-straw ash concrete is less than that of the normal cement concrete. 4. Accordingly, if we use suitable quantity of rice-straw ash as a replacement of cement, it will greatly improve engineering properties of concrete.

• Journal of the Korea Concrete Institute
• /
• v.16 no.3 s.81
• /
• pp.311-318
• /
• 2004

This study was performed to examine engineering properties for planting of porous concrete block containing rice straw ash. Tests for void ratio, compressive and flexural strength, pH by neutralization treatment time and curing method were peformed. As results, the void ratio tends to decrease with increasing rice straw ash content. But, the compressive and flexural strength tends to increase with Increasing rice straw ash content. When the neutralization was treated at the curing age 6 days, the greatest strength was showed. The pH of porous concrete without neutralization treatment in dry and water curing are shown in 10.32 ${\~}$ 10.55 and 9.41${\~}$9.59, respectively. The pH of porous concrete by neutralization treatment in dry and water curing were shown in 9.74${\~}$10.10 and 8.13${\~}$9.32, respectively. The porous concrete block size was 23 ${\times}$ 23 ${\times}$ 4 cm, and species of planting were Tall fescue, Lespedeza cyrtobotrya and Lespedeza cuneata. At the 6 months after seeding, germination ratio and grown-up length of Tall fescue, Lespedeza cyrtobotrya and Lespedeza cuneata were shown in 90, 60, $50\%$, and 40${\~}$50, 90${\~}$110, 65${\~}$75 cm, respectively. These porous concrete block containing rice straw ash could be used for planting.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.40 no.4
• /
• pp.103-108
• /
• 1998

This study examines the physical and mechanical properties of the concrete using rice straw ash. Materials used for this experiment are rice straw ash, normal portland cement, superplasticizer, natural sand and gravel. Test results show that the unit weights of concrete using rice straw ash were decreased 1 ∼ 3% and the highest strengths were achieved by 5% filled rice straw ash concrete, with increase of compressive strength by 19%, tensile strength by 53% and bending strength by 16%, as compared with those of the normal cement concrete. The strength ratio of rice straw ash concrete was higher than that of the normal cement concrete. Also, the durability against sulfuric acid 5% solution was increased with increase of the content of rice straw ash. It was 1.33 times of the normal cement concrete by 10% filled rice straw ash concrete and 1.47 times by 15% filled rice straw ash concrete, respectively Accordingly, rice straw ash concrete will greatly improve the properties of concrete.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.42 no.1
• /
• pp.92-98
• /
• 2000

This study is performed to evaluate the elastic properties of rice straw ash concrete using reices straw ash, cement, natural sand, gravel, and superplasticizer. The following conclusions are drawn ; The ultrasonic pulse velicity is in the range of 4,084 ~4,336m/s , which has showed about the same compared to that of the normla cement concrete. The highest ultrasonic pulse velocity is showed by 5 % rice straw ash filled rice straw ash concrete. The dynamic and static modulus of elasticity is in the range of 294 $\times$10$^3$ ~347 $\times$ 10$^3$ and 266 $\times$10$^3$~328 $\times$10$^3$kgf/㎤ , respectively. It is showed about the same compared to that of the normal cement concrete. The Poisson's number of rice straw ash concrete is less than that of the normal cement concrete.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.41 no.3
• /
• pp.66-72
• /
• 1999

The purpose of this experiment is to estimate freezing and thawing resistance of rice straw ash concrete. Test results show that mass, pulse velocity and relative synamic modulus of elasticity are gradually decreased with increase of freezing and thawing cycle. The durability factor(DF) is in the range of 85.48 ∼86.33 in the rice straw ash comcrete with 2.5% , 5% 7.5%, rice straw ash and higher than that of thenormal cement concrete. But, DF of 10% , 12.5%, 15% rice straw ash filled rice straw ash concrete is in the range of 41.26∼65.34 and lower than that of the normal cement concrete.

• Monthly Korean Chicken
• /
• s.126
• /
• pp.84-88
• /
• 2005

필자가 담당하고 있는 충청지역에서 지난 여름과 가을에 걸쳐 조사한 바에 의하면 육계사육시 깔짚으로 왕겨를 사용하는 농가가 85% 정도였으며 이들 왕겨를 깔짚으로 사용하는 농장의 68% 정도가 깔짚을 최소 2회 이상 연속 사용하고 있는 것으로 나타났다. 나머지 8%의 농장이 톱밥을 사용하고 있었으며 톱밥을 깔짚으로 사용하는 농장의 99%가 2회 이상 깔짚을 재사용하고 있었다. 일부 농장의 4%는 왕겨와 볏짚을 혼합 사용하는 농장이 있었으며 왕겨와 볏짚을 혼합해서 사용하는 농장의 50% 정도가 깔짚을 재사용하고 있었다. 볏짚만 사용하는 농장도 있었으나 깔짚을 재사용하지는 않았다. 육계사육에서 깔짚을 연속 사용하는 이유는 현실적으로 뚜렷하게 대두되고 있는 상황이지만 그에 대한 변화된 사양관리는 뚜렷하게 정립된 내용이 없어서 사육성적이 문제가 되고 있다. 특히 올 겨울에는 유류가격 인상으로 인한 환기량이 감소될 우려가 있고 병아리 가격이 생산비 이하로 형성되면서 병아리 품질문제가 발생할 수 있으며 깔짚 연속 사용으로 인한 계사내부 환경불량 등 세 가지 요인에 의해 질병발생이 높아질 것으로 예상되고 생산성이 극도로 나빠질 것으로 우려된다. 따라서 필자는 올 겨울에 깔짚을 연속사용 할 때 어떤 방법으로 사육을 해야 정상적인 사육성적이 나올 수 있을 것인지 몇 가지 주요 핵심사항만 본고를 통해서 점검함으로써 여러분의 사육성적 향상에 도움이 되고자 한다.

• Proceedings of the Plant Resources Society of Korea Conference
• /
• 2020.12a
• /
• pp.70-70
• /
• 2020

참취(Aster scaber)는 국화과에 속하는 여러해살이식물로 취나물로 분류되어 전국에서 재배되고 있으며 최근 성인병 예방 효과와 무공해 건강식품으로 연중 소비가 증대되고 있으며, 주로 시설재배 작형으로 많이 재배하고 있다. 참취 시설재배지는 양분의 과다투입에 의한 염류집적과 잦은 관수로 물리성이 악화 되어 참취의 생육이 저하되어 수량이 감소하여 통상 3년 마다 종묘 갱신이 이루어지고 있다. 본 연구는 토양개량제 처리에 따른 토양 물리화학성과 참취의 생육에 미치는 영향을 검토하여 참취 시설재배 농가에 활용할 수 있는 방안을 개발하고자 시험을 수행하였다. 2018년 4월부터 2020년 11월까지 전라북도 농업기술원 허브산채시험장에서 참취 시설재배를 대상으로 무처리, 볏짚, 왕겨숯, 야자섬유 등을 10a당 1,000kg 처리하여 시기별 토양 이화학성, 생육특성을 조사하였다. 자재 처리 후 토양물리성의 변화는 볏짚 시용에서 가장 낮은 용적밀도 1.35g/cm³와 가장 높은 공극률 49.04%을 보였다. 토양 삼상 중 고상은 왕겨숯에서 52.82%로, 액상은 왕겨숯에서 30.28%로, 기상은 볏짚에서 22.45%로 가장 높았다. 토양 화학적 특성을 조사한 결과 모든 처리구에서 토양유기물 함량은 증가하였고, 유효인산은 함량은 440~487mg/kg로 낮아지는 경향을 보였다. 칼륨은 0.77~0.88cmol_c/kg로 낮아졌고, 칼슘과 11.56~14.09cmol_c/kg, 마그네슘은 2.93~3.22cmol_c/kg로 증가하였다. 생육특성은 볏짚 처리구에서 초장 26.4cm, 엽장 8.7cm, 엽폭 6.7cm, 줄기수 7.2주로 다른 처리구에 비해 좋은 생육이 좋았으며, 수량 또한 볏짚 처리구에서 1,554.3kg/10a로 가장 높았다. 지하부 생육특성은 볏짚 처리구에서 근중 83.7g/주, 근장 28.2cm, 근직경mm로 다른 처리구에 비해 생육이 양호하였다. 참취 다년재배지 정신 전 볏짚을 시용함으로써 토양의 유기물함량 증가와 용적밀도 감소, 공극율 증가 등 토양의 물리화학성을 개선하여 참취 수량성 증대효과가 있는 것으로 판단된다.

• Korea Petroleum Association Journal
• /
• no.1 s.71
• /
• pp.58-59
• /
• 1987

• Korean Journal of Soil Science and Fertilizer
• /
• v.16 no.4
• /
• pp.368-371
• /
• 1983

Energy rich rice straw was subjected to biological processes involving the transformation of added nitrogen. A part of soil ammonium nitrogen was steadily exhausted when energy rich rice straw was decomposed. More vigorous transformation of added nitrogen ocurred during the first 5 days of incubation period than after 10 days of incubation period. Furthermore, transformation of added nitrogen occurred more markedly when more rice straw and less nitrogen were added. Remineralization of immobilized nitrogen did not take place in this experiment with 50 days of incubation.